compute the maximumdeflection of the beamWu = 2.12 kip lftP₁ = 19.4 kips↑R=10 ft= 27.008k27.00818.4 kips2.12 kips/ft | L20 ft-12.5925.808164.08R= 50.752k14.96L-33.7928ft-67-84OSHEARMOMENT

The intensity of UDL, Wu = 2.12 kip/ftThe point load, Pu = 18.4 kips

compute the maximum deflection of the beam Wu = 2.12 kip lft P₁ = 18.4 kips TR 10 ft = 27.008k 27.008 18.4 kips I 2.12 kips 1 ft L 20 ft -12.592 5.808 164.08 R = 50.752k 14.१५ -33.792 8ft -67-84 O O SHEAR MOMENT

compute the maximum deflection of the beam Wu = 2.12 kip lft P₁ = 18.4 kips TR 10 ft = 27.008k 27.008 18.4 kips I 2.12 kips 1 ft L 20 ft -12.592 5.808 164.08 R = 50.752k 14.१५ -33.792 8ft -67-84 O O SHEAR MOMENT

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.

Question

compute the maximum
deflection of the beam
Wu = 2.12 kip lft
P₁ = 19.4 kips
↑R=
10 ft
= 27.008k
27.008
18.4 kips
2.12 kips/ft | L
20 ft
-12.592
5.808
164.08
R= 50.752k
14.96
L
-33.792
8ft
-67-84
O
SHEAR
MOMENT

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